It looks like RAM concept design minimum beam reinforcements per 9.6.1.1 & 2., this section provides minimum reinforcement greater of 3Sqrt(fc)/fy*b*d and 200/fy*bd. However, per 9.6.1.3 If As provided at every section is at least one-third gr...

Hi Karl, I hope this message finds you well. May I suggest adding a feature in RAM Concept where the structure can be modelled/imported based on AutoCAD layers, so if I select polyline from acad in Concept and ask it to import it as a slab and lik...

It will be helpful for RAM Concept to allow the engineer to specify at what stage the PT slab or beam will be stressed, in a similar mechanism to what RAPT allows. It would also be helpful for RAM Concept to warn the user when Clause 8.1.6.2 is no...

I would like to request that you make an option available to make the units for the bar presentation different from the units that I work with in plan. I tend to work with inches when I am adjusting the geometries of slabs and bars because working...

This feature will save the user runtime by not analysis the model again and again after it is closed once your working hours are done and next day engineer can pick it up from the same page where he left without re analysis the model, sometimes th...

Hi Karl, I hope this message finds you well. May I please request you to add a feature in RAM Concept where we can model the carbon strip laminates to the soffit of the slab and check the change in the slab capacity and the quantity of CFRP requir...

It is well documented that all slabs undergo a variety of loading combinations during construction when the concrete has not yet achieved its target design strength. In the UK this is commonly during the second and third weeks, following the slab ...

I tried to find the sets of command using the API to extract data from the Audit Cross section, I believe it would be very great if this feature is available in Ram Concept if not already.

Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

Please add modeling features that allow for the sloped beam or slab and tapered beam or slab. These can help in easy modeling for ramps and other structures.